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A material fails under confined compression loading with principal stresses o1 = -0.3Yc, 02= -0.6Yc, 03=-1.5Yc, where Yc is its uniaxial compressive strength. (a)
A material fails under confined compression loading with principal stresses o1 = -0.3Yc, 02= -0.6Yc, 03=-1.5Yc, where Yc is its uniaxial compressive strength. (a) Determine the constants c and o in terms of Yc based on the Mohr-Coulomb criterion. (b) Plot the intersection of the Mohr-Coulomb yield surface with the o1- 02 coordinate plane (o3 =0).
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Essentials of Materials Science and Engineering
Authors: Donald R. Askeland, Wendelin J. Wright
3rd edition
978-1111576868, 1111576866, 978-1285677620, 1285677625, 978-1111576851
